Concrete maturity testing is a widely used field method for estimating in-place concrete strength based on temperature history. When properly implemented, it allows project teams to make earlier, strength-dependent decisions—such as form stripping, post-tensioning, joint sawing, or opening pavements to traffic—without having to wait for laboratory test results, which can often be delayed
However, maturity testing does not directly measure strength. It estimates strength through correlation, which means its reliability depends on calibration quality, mix stability, curing conditions, and how closely field conditions match those assumed during curve development.
This article explains how the maturity method works, what ASTM C1074 requires at a practical level, common limitations encountered in the field, and when alternative or complementary methods may provide higher confidence.
A concrete maturity test estimates in-place compressive strength by tracking concrete temperature over time and converting that temperature history into a maturity index. That index is then mapped to strength using a pre-established strength-maturity relationship, commonly referred to as a maturity curve.
It’s important to remember that maturity does not test strength. Instead, it infers strength based on how the concrete behaved during calibration.
Maturity testing is often used on projects where understanding early strength development is critical for scheduling, safety, and quality control. These projects include:
Embedded sensors record concrete temperature at regular intervals. Sensors are placed in locations relevant to the decision being evaluated, such as critical sections for stripping or opening to traffic.
Most systems calculate maturity using one of two approaches:
Both methods reduce temperature history to a single maturity value.
The calculated maturity value is converted to estimated compressive strength using the maturity curve for the project’s specific mix.
A maturity curve is the foundation of accurate maturity testing. A typical development process includes:
Rule of thumb: Making meaningful changes to cement source, SCM content, admixture package, or proportions generally requires a new curve or, at minimum, re-validation.
ASTM C1074 is the primary standard governing maturity-based strength estimation. In practical terms, it addresses:
Project specifications often add additional requirements, particularly around acceptance testing and verification.
Maturity testing is particularly effective when:
In these cases, maturity provides better insight into early strength development than time-based assumptions.
Maturity curves are mix-specific. Changes in materials or proportions can alter strength gain behavior and invalidate the correlation.
Maturity is driven by temperature history, but hydration also requires adequate moisture. Poor field curing can result in lower strength even when maturity appears favorable.
Simplified maturity models may lose accuracy in very cold or very hot conditions where hydration behavior deviates from assumed relationships.
Differences in consolidation, finishing, curing, and exposure between lab specimens and field placements can lead to mismatches between estimated and actual in-place strength.
A single sensor represents one location. Large placements, edges, corners, and thick sections may experience different temperature histories and strength development.
Wired sensors collect temperature and strength data with physical cables that are connected to external data loggers. They often require more setup than wireless sensors and can be vulnerable to wire damage on active jobsites. Measurements are typically collected manually.
Wireless sensors are fully embedded in the concrete with no exposed wires, making installation simpler and safer. They transmit data wirelessly to a mobile device, so external data loggers are not needed. The collected temperature data, combined with mix calibration information, is used to estimate in-place concrete maturity and strength, and can be easily shared with project teams.
Each method has strengths and limitations and often requires correlation.
Because maturity is an indirect estimator, its reliability can decline when mixes change, curing varies, or thermal gradients are significant. In those cases, approaches that reflect actual in-place material behavior may provide clearer decision support.
Embedded sensing technologies—such as Wavelogix REBEL® sensors—are designed to capture continuous performance data from the concrete itself rather than inferring strength from temperature alone. Used alongside maturity or traditional testing, this type of information can help teams identify when required strength thresholds are actually reached and reduce uncertainty around schedule-critical operations.
For teams evaluating how best to support early-age decisions under variable field conditions, understanding the role of direct in-place data alongside maturity testing is a practical next step. If you have any questions which method is right for your team, please reach out to us for more information.
What is the maturity method in concrete?
It estimates strength by converting time and temperature history into a maturity value and mapping that value to strength using a mix-specific curve.
Is maturity testing accepted for strength decisions?
It is widely used for early-age decision support when implemented per ASTM C1074 and project specifications. Acceptance testing requirements still apply.
Do I need a new maturity curve for every mix?
In most cases, yes. Meaningful changes to materials or proportions can shift the strength-maturity relationship.
What’s the difference between Nurse-Saul and equivalent age?
Nurse-Saul is simpler. Equivalent age models temperature sensitivity more explicitly and often performs better across wide temperature ranges.
Why can maturity overestimate strength?
Because it assumes hydration behavior based on calibration conditions. Poor curing, moisture loss, or field variability can reduce actual strength even when maturity appears adequate.
Where should maturity sensors be placed?
In locations critical to decisions and where strength gain is expected to be most conservative. Multiple sensors may be appropriate when thermal gradients are present.